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Home My WebLink AboutTraining Building Site PlanUP UP UP UP UP UPUP UP UP UP UP UP UP 82' 14' 7 10.28'20'24' 15' 12 . 3 4 ' 9. 5 ' 9. 3 ' 6' 6' 24 ' 6' 6' 12 . 3 4 ' 15 ' R 5 ' R5' R 5 ' R5' R5 ' R5' R5' R 5 ' 14 ' 6' 20 ' 24 ' 22 ' 52.28' 9. 5 ' 9 5 1 1 1 1 1 9 3 15' 1 9 9' 12 4 ' 82 ' R 5 'R5' 30' R 5 'R5' 82 ' 7. 3 4 ' 1' 15' R 5 'R5' R 5 'R5' R 5 ' 20'20'24'20'24'20'24'20' R5' R 1 0 ' 12.87'82.03' 9. 7 1 ' 20' 24 ' 27 . 3 ' 28 . 7 1 ' 15' 9 9 111 1 1 1 1 1 1 12 4 10 R5' R 5 ' 1'1' 15 ' 3 6 6 6 5 7 7 7 11 5 6' R5' 15 ' 6' 14'22.87' 12.3' R 5 ' 9.5'9' 1 5 11 11 9 9 11 6' 9. 5 ' 9' 6'6'6'9.5'9' 9. 5 ' 9' 30'30' 103.81'16' 27.5' 10'6' 14' 63.14' 33 . 3 4 ' 18 ' 10 11 11 11 7. 3 2 ' 14 ' 73' R5' 18.86' 6' 34 . 3 1 ' 9.5' 111.81'55.7' 8' 12 ' 6' 25.8 1 ' 63 . 6 9 ' 6' 16 . 2 9 ' 55' 6' 7 30'30'30' 46.11' 51.79' 37' 9. 5 ' 9' 5 22.5' 111.11' 14' 12 ' 6' 20'24' 6' 21.5' 32 ' 16 . 4 6 ' 19 . 5 4 ' 11 9 9 15' 33 . 7 4 ' 5 8 . 6 6 ' 13' 20 . 1 6 ' 9 11 3 R 5 ' R5' R10 ' 2 6' 8.49' 18' 7 6 . 2 8 ' 3 9.5'9' 14 . 8 6 ' 6' R3. 6 6 ' 7' 21 ' 14 R5 ' R 2 0 ' 3.28' 18 . 3 ' R 5 ' R5 . 1 4 ' 16 2 ' 7 . 7 9 ' 2 6' 6 6 6 2 27 . 2 5 ' 16 17 5' 18 ' 18 ' 3+62.58 3.06' L OF P/L EIP 1.04' L OF P/L 0.13' L OF P/L EIP(BENT) 0+00 DU G O U T DUGOUT DUGO U T EX. BLDG R A M P EX. BLDG DU G O U T PH PH EX. BLDG (CLUBHOUSE/ MEETING AREA) EX. BLDG COV AREA (CONC) CO N C S W CO N C S W CONC SW CO N C CONC TF EP 5'CLF 5'C L F 11'CL F 7'C L F 1 5 ' C L F 10'CLF 8'C L F 8'C L F FP INFIELD (DIRT) GRASS LP PP GW LP PP LP LP PP GW 5'CLF 0/HE 0/HE 0 / H E 0/H E LIFT STAT. GT GT ICV WM U/G S S ( 4 " P V C ) * U/GW* U/ G W * U/ G W * U / G W * U/GW* U/GE * U/ G E * U / G E * U/ G E U/ G E * LP U/GE* COV AREA (CONC) N SI T E L A Y O U T P L A N SITE NOTES V I C I N I T Y M A P (N.T.S.) Full Scale: 1" = 20' 0 9 20 0 ---mm-dd-yy Description C2.2 JEW FDC NC G R I D N A D 8 3 NC G R I D N A V D 8 8 SEALS 116 N. Cool Spring Street ¨ Fayetteville, NC 28301 Voice: 910-221-0033 ¨ Fax: 910-221-0035 www.crawforddsn.com REVISIONS PROJECT DETAILS SCALE ISSUE DATE Project Manager: CAD Technician: Reviewed / Approved By: Project Number: SHEET NUMBER SK A N E L E C T R I C CA P E F E A R O P T I M I S T P A R K P H A S E I SI T E I M P R O V E M E N T S Crawford Design Company © Copyright 2026 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation. T Landscape Architecture ¨ Fayetteville, NC Civil Engineering ¨ Southern Pines, Nc FDC 24003 3/20/2026 P R E L I M I N A R Y NOT FOR SALE OR CONSTRUCTION P R E L I M I N A R Y NOT FOR SALE OR CONSTRUCTION LONG LEAF D R LAUREL DR SANDY LN TERESA DR WHITMAN AV E HOME PL DR WINDSAIL DR N KERR AVE BL U E C L A Y R D CA S T L E H A Y N E R D CHADWI C K A V E O L D W R I G H T S B O R O R D WILMINGTON, N.C. SITE SE E S H E E T C 2 . 1 PH A S E I PH A S E I I SE E S H E E T C 2 . 1 FIELD HOUSE PH A S E I PH A S E I I PH A S E I PH A S E I I SEE SHEET C2.3 SEE SHEET C2.3 ADDITIONAL NOTES 1.ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON SHEET C0 COVER SHEET SHALL APPLY TO THIS PLAN 2.ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION. BENCHMARK IS AN EXISTING IRON PIPE LOCATED WEST OF PROJECT SITE, WITH COORDINATES N 198,214.6002, E 2,327,663.6329 AND HAVING AN ELEVATION OF 34.11. 1 6 5 CONCRETE CURB & GUTTER: 24-INCH (SEE SHT C5.0, CDC-01.1207) PAINT STRIPES. PARKING SPACE STRIPING / ACCESSIBILITY RAMP & PARKING SIGNAGE NON WING TYPE. (SEE SHT C5.0, CDC-01.1813) 2 CONCRETE CURB TAPER. (SEE SHT. C5.0, CDC-01.1214) LIGHT DUTY ASPHALT PAVEMENT. (SEE SHT C5.0, CDC-01.1910)7 10 STANDARD CONCRETE PAD. (SEE SHT C5.1, CDC-01.2508) 9 STANDARD CONCRETE SIDEWALK WITH CURB & GUTTER. (SEE SHT C5.0, CDC-01.2502) 11 STANDARD CONCRETE SIDEWALK. (SEE SHT C5.1, CDC-01.2509) 4 HIGH VISIBILITY PEDESTRIAN CROSSWALK STRIPING (SEE SHT C5.0, CDC-01.1802) 8 200' BALLFIELD DETAIL (SEE SHT C5.2, CDC-01.2346 AND CDC-01.2343 FOR IRRIGATION DETAILS) 3 NON-WING TYPE STRAIGHT RAMP WITH TRUNCATED DOMES. (SEE SHT C5.0, CDC-01.1604) 12 SAWCUT AND PATCH EXISTING ASPHALT. (SEE SHT C-5.0, CDC-01.1905) 13 BASEBALL FIELD DUGOUT DETAIL (SEE SHT C5.2, CDC-01.2346) 14 SINGLE UNIT CMU DUMPSTER ENCLOSURE (SEE SHT C5.1, CDC-01.2406) 15 16 HEAVY DUTY ASPHALT PAVEMENT. (SEE SHT C5.0, CDC-01.1908) CONCRETE CURB CUT (SEE SHT C5.0, CDC-01.1209) 17 DOUBLE CONCRETE SIDEWALK FLUME. (SEE SHT C5.6, CDC-01.1506) 18 TYPICAL CONCRETE FLUME. (SEE SHT C5.6, CDC-01.1501) SPECIAL USE 30 . 0 0 f t 25 . 0 0 f t 20.00 ft 20.00 ft 25 . 0 0 f t 30' BUILDING SETBACK 20' BUILDING SETBACK 20 ' B U I L D I N G S E T B A C K 20 ' B U I L D I N G S E T B A C K 25' BUILDING SETBACK ZONING: AR (Airport Residential) TOTAL ACREAGE: 13.4 PROPOSED LAND USE: Recreation BUILDING SIZE: Approximately 18,000 SF BUILDING HEIGHT: Approximately 20 feet BUILDING SCHEDULE: Approximate starting date shall be August 2026 with a completion date of March, 2027 PARKING: The current area that will be improved contains 25 spaces for the church. The Optimist Park in the Phase 1 area contains upwards of 60 informal spaces where vehicles park in the grass. Therefore, the total existing spaces are about 85. The new asphalt parking that includes the church parking is 118 or about 33 additional spaces. EASEMENTS AND R/W's: Additional easements or R/W are not expected in the new improvement area.